On numerical modelling of impulse water waves generated by submarine landslides

2015 ◽  
Vol 74 (11) ◽  
pp. 7387-7405 ◽  
Author(s):  
Nina Shokina ◽  
Vadym Aizinger
2000 ◽  
Vol 157 (3) ◽  
pp. 281-318 ◽  
Author(s):  
S. Tinti ◽  
E. Bortolucci

Géotechnique ◽  
2016 ◽  
Vol 66 (6) ◽  
pp. 454-468 ◽  
Author(s):  
R. Dey ◽  
B. C. Hawlader ◽  
R. Phillips ◽  
K. Soga

2018 ◽  
Vol 477 (1) ◽  
pp. 511-521 ◽  
Author(s):  
Morelia Urlaub ◽  
Heinrich Villinger

AbstractThe stability of submarine slopes is often characterized using campaign-based geophysical and geotechnical measurements in combination with numerical modelling. However, such one-off measurements do not reflect transient changes in slope stability. In situ monitoring of physical parameters critical for slope stability over periods of months to years can provide crucial information on slope stability and can also be used in an early-warning system for submarine landslides and the possibly resulting tsunamis. We review existing techniques that are capable of monitoring seafloor deformation over long periods of time. Based on numerical models we can identify the magnitude of parameters related to landslide-induced seafloor deformation. Simulations of three different failure scenarios up to the point of failure show that the development of the stress state of a slope and hence stability over time can be captured by measurements of tilt, pressure and strain at the seafloor. We also find that different failure mechanisms induce different deformation signals at the seafloor, in particular tilt. Hence, with a site- and target-specific survey design (or a large pool of instruments), seafloor deformation measurements in combination with numerical modelling can be used to determine the temporal evolution of slope stability as well as to identify underlying failure mechanisms.


1996 ◽  
Vol 21 (1-2) ◽  
pp. 7-12 ◽  
Author(s):  
S.Assier Rzadkiewicz ◽  
C. Mariotti ◽  
P. Heinrich

2000 ◽  
Vol 95 (3) ◽  
pp. 397-425 ◽  
Author(s):  
P. Y. Li ◽  
D. Xu ◽  
P. A. Taylor

2001 ◽  
Vol 449 ◽  
pp. 341-371 ◽  
Author(s):  
SERGEI YU. ANNENKOV ◽  
VICTOR I. SHRIRA

We develop a new approach to numerical modelling of water-wave evolution based on the Zakharov integrodifferential equation and outline its areas of application.The Zakharov equation is known to follow from the exact equations of potential water waves by the symmetry-preserving truncation at a certain order in wave steepness. This equation, being formulated in terms of nonlinear normal variables, has long been recognized as an indispensable tool for theoretical analysis of surface wave dynamics. However, its potential as the basis for the numerical modelling of wave evolution has not been adequately explored. We partly fill this gap by presenting a new algorithm for the numerical simulation of the evolution of surface waves, based on the Hamiltonian form of the Zakharov equation taking account of quintet interactions. Time integration is performed either by a symplectic scheme, devised as a canonical transformation of a given order on a timestep, or by the conventional Runge–Kutta algorithm. In the latter case, non-conservative effects, small enough to preserve the Hamiltonian structure of the equation to the required order, can be taken into account. The bulky coefficients of the equation are computed only once, by a preprocessing routine, and stored in a convenient way in order to make the subsequent operations vectorized.The advantages of the present method over conventional numerical models are most apparent when the triplet interactions are not important. Then, due to the removal of non-resonant interactions by means of a canonical transformation, there are incomparably fewer interactions to consider and the integration can be carried out on the slow time scale (O(ε2), where ε is a small parameter characterizing wave slope), leading to a substantial gain in computational efficiency. For instance, a simulation of the long-term evolution of 103 normal modes requires only moderate computational resources; a corresponding simulation in physical space would involve millions of degrees of freedom and much smaller integration timestep.A number of examples aimed at problems of independent physical interest, where the use of other existing methods would have been difficult or impossible, illustrates various aspects of the implementation of the approach. The specific problems include establishing the range of validity of the deterministic description of water wave evolution, the emergence of sporadic horseshoe patterns on the water surface, and the study of the coupled evolution of a steep wave and low-intensity broad-band noise.


2010 ◽  
Vol 48 (sup1) ◽  
pp. 80-84 ◽  
Author(s):  
Tatiana Capone ◽  
Andrea Panizzo ◽  
Joe J. Monaghan

Author(s):  
A. Kalogirou ◽  
O. Bokhove

We report on the mathematical and numerical modelling of amplified rogue waves driving a wave-energy device in a contraction. This wave-energy device consists of a floating buoy attached to an AC-induction motor and constrained to move upward only in a contraction, for which we have realised a working scale-model. A coupled Hamiltonian system is derived for the dynamics of water waves and moving wave-energy buoys. This nonlinear model consists of the classical water wave equations for the free surface deviation and velocity potential, coupled to a set of equations describing the dynamics of a wave-energy buoy. As a stepping stone, the model is solved numerically for the case of linear shallow water waves causing the motion of a simple buoy structure with V-shaped cross-sections, using a variational (dis)continuous Galerkin finite element method.


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